approved plan set RM-2018-07.pdf'CUPLRTINC
Case #
Appro�
Appro-�,
SignatL
community Development Department
PI nning Division -Cupertino
APPROVED
AILRWWQ 8747 ALfFPAfION5 THAT PPOPO5F AN INCPFA5F IN fHF CONDIfIONFP VOLUMF OF fHF PF5I12FNCF MU5f MFFf
I i�h�� PFS OF TNF 2016 CALIFOPNA 6PFFN [�UILPIN6 COPF MANDATOPY PFQUIPEMFNf5,
IBo'
a I Da
4303,1 INPOOP WAfFP U5F / WATFP CON5E1?,VIN6 PLUM131N6 FIXfUPF5 ANP FIffIN65
-r mr-OVeI11611155 to a single family residential property, existing plumbing fixtures and f itting5 in the entire house that
9AYn'A41n(-(-k, nirr(-rrF flnw ral,(�s will n( -(-J kn be upgraded)
PLUM5M5" fi TI1FF5 (WAfFP CLO5Ef5 AMP UPINAL5) ANP FITTIN65 (FAUCFT5 ANb 5HOWFP HEAPS 5HALL COMPLY WITH TNF
FOLLOWING;
4. O0 11, Water closets Shall not excess 1.28 GPF (6allon5 Per Flush) fank- type water closets shall be certif ied to performance criteria
of the U.5. FPA water sense 5pecif ication.
+3O312 UrinaI5 Shall not exceed,5 GPF
+3O3,25, 51howerhead5
I. Shall have a max flow rate of 2.0 6PM at 80 psi, 51howerhead5 shall be certif ied to the performance criteria of U5 FPA Water 5en5e
5pecif ication5,
2. Multiple 51howerheads Serving one Shower, the combined flow rate for all 51howerhead5and/ or other shower outlets controlled by a Single
valve shall not exceed 2,0 6PM at 80 psi or the shower shall be designed to allow only one shower outlet to be in operation at a time
NOTF; A hand- held shower be considered a 51howerhead
+305.1.4. Faucets.
I. PeSiderrtial lavatory faucets. The max flow rate of residential lavatory faucets shall not exceed 1.2 GPM at 60 psi. The min flow rate of
re5iderrtial lavatory faucet55hall no be Ie55 than .8 GPM A 20 psi,
2 Lavatory faucets in common and public use areas (Outside of dwellings or 51eepinq units) Shall not exceed .5 GPM at 60 psi
3. Metering Faucets. When install in residential buildings shall not deliver more than .25 6allon5 Per Cycle,
-4, Kitchen Faucets. Shall not exceed 1.8 GPM at 60 psi, / Kitchen Faucets may temporarily Increase flow rate, but not exceed 2.2. GPM and
must defaultto 18 GPM
Aeratorsor other means of flow reductionmay comply.
CAL GPFFN 5FCfION 4.408. 1. / CAL GPFFN 5FCfION 4.408.2. CON5fPUCTION WA5TF MANAGFMFNf
A CON5fPUCTION WA5fF MANAGFMFNf PLAN 5HALL IN PLACF ANP 3F UPPATFP A5 NFCF55APY ANP 5HALL PF AVAILA13LF PUPING
CON5fPUCTION POP. EXAMINATION 13Y FNFOPCING AGFNCY IN CONFOPMANCF WITH 9M5 I fHl?OUGH 5
I IDFNfIFY fHF CON5TPUCfION ANP DFMOLITION WA5fF MAfFPAL5 TO 13F 12IVFP912 FPOM PI5P05AL PY PFCYCLING, PFU5F ON
THP PPOJFCf OF 5ALVA6F POP FUfUPF U5F Or, 5ALF
2, 5PFCIFY IF CON5TPUCfION ANP PFMOLITION WA5fF MATFPIAL5 WILL 13F 50PTFP ON 51TF (5OUPCF-5FPAPAfFP) OP 13ULK
MIXFD (51%LF 5fPEAM),
3. IDFNfIFY PIVFP51ON FACILIfIF5 WHFPF fHF CON5TPUCTION ANP PFMOLMON WA5TFMATFPIAL5 WILL PF fAKFN
4, IDFNTIFY CON5fPUCTION MFfHOP5 FMPLOYFP TO PF12UCF fHF AMOUNT OF CON5TPUCTION ANP PEMOLITION WA5fF
GFNFPAfFP
5, 5PFCIFY THAT fHF AMOUNT OF CON5TPUCfION ANP PFMOLITION WA5fF MA9PIAL5 DIVFPfFI2 5HALL 13F CALCULATFP 13Y WFIGHf
OP VOLUMF, PUT NOT 13Y POTH
P. CAL GPFFN 5FCTION 4,507,2 HFATIN6 ANP AIF- CONPITIONING 5Y5TFM PF516N,
PUCE 5Y5fFM5 APF 51ZFR PF5I602 ANP FQUIPMENT 15 5FLFCTFP PFP 5FCfION 4,5012, HVAC 5Y5fFM IN5TALLFP5 MU5f PF
fPAINFP ANP CFPflFIFP ANP 5PFCIAL IN5PFCfOP5 FMPLOYFP PY fHF FNFOPCING AGFNCY MU5f PF QUALIFIFD
CAL GPFFN 5FCfION 4.406.1. 12UPA13ILIfY / PODFNf PPOOFING
ANNULAP 5PACF5 APOUND PIPF5, FLFCTPICAL CAPLF5, CONPUIf5 OP OfHFP OPFNIN65 IN 5OLF / POTfOM PLATF5 AT FXfFPIOP
WALL5 5HALL PF PPOfFCTF12 A6AIN5T fHF PA55A6F OF POPFNT513Y CLO51N6 5UCH OPFNINC45 WITH CFMFNT MOPfAP, CONCPFfF
MA50NPY OF 51MILAP MFfHO12 ACCFPfAPLF TO TNF FNFOPCIN6 A6FNCY
CAL GPFFN 5FCTION 4. 04,1, POLLUTANT CONfPOL / COVEPl% OF PUCE OPFNIN65 ANP PPOfFCf ION OF MFCHANICAL
FQUIPMFNT PUPING CON5fPUCTION
AT fHF fIMF OF DOUGH IN5TALLATION, PUPING 5fOPA6F ON fHF CON5TPUCTION 51TF ANP UNTIL FINAL 5TAPTUP OF HFAf INC,
COOLING ANP VFNTILATIN6 FQUIPMFNT, ALL PUCE ANP OTHFP PFLFVANf AIP PI5TPIF3UfION COMPONFNf OPFNIN65 5HALL 13E
COVFPFP WITH TAFF, PLA5TIC, 5HFFT METAL OP OfHFP MFfHOP5 ACCFPTAPLF TO fHF FNFOPCING AGFNCY TO PFPUCF fHF
AMOUNT OF WAfFP, PU5f ANP PFPPI5, WHICH MAY FNfFP TNF 5Y5TEM
CAL GPFFN 5FCTION 4,504,2,1, POLLUTANT CONTPOL / AHF51VF5, 5FALANf5 ANP CAULK5
5HALL 13F COMPLIANT WITH VOC ANP OTHFP TOXIC COMPOUND LIMIf5 / PFP CAL GPFFH fA13LF5;
- TAPLF 4,504,1, APHF5IVF VOC LIMIT
- TA13LF 4.504.2. 5FALANf VOC LIMIT
- TA13LF 4 5043, VOC CONTFNT LIMITS FOP APCHIfFCfUPAL COATIN65
CAL GPEFN 5FCfION x},504 23 AFP05OL PAINT5 ANP COATING5
AFP050L PAINf5 ANP COATINC45 5HALL MFFf fHF PPOPUCT- WFI6HfFP MIP LIMIT5 FOP POC IN 5FCfION 94522( a) (3) ANP
OTHFP PFQUIPFMFNT5, INCLUDING PPOHIPIfION5 ON U5F OF CFPTAIN TOXIC COMPOUHP5 ANP OZONF 2FPLF11N6 505fANCF5, IN
5FCfION 94522(c) (2) ANP (d) (2) OF CALIFOPNIA COPF OF PF61JLATION5, T 17, COMMFNCING WITH 5FCTION 94520; ANP
IN APFA5 UNPEP fHF JUPI5PICTION OF TNF 13AY APFA AIP QUALITY MANAGFMFNf 12I5fPICT APPIfIONALLY COMPLY WITH PPF5FNf
VOC 13Y WFICK OF PPOPUCf LIMIf5 OF PFGULATION 8, PULF 49,
CAL GPFFN 4,504 2,4 VFPIFICATION
VFPIFICA110N OF COMPLIANCE WITH fHl5 5FCfION 5HALL t3F PPOVIPFP AT fHF PFQUF5T OF TNF FNFOPCING AGFNCY,
POCUMFNfAfION MAY 13F INCLUPFR PUT 15 NOT LIMITFP TO, fHF FOLLOWING;
I. MANUFACTUPF'5 PPOPUCT 5PFCIFICA110N5
2 FIFLP VFPFICATION OF ON- 51fF PP012UCT CONfAINFP5
CAL GPEFN 5FCfION 4,50x}3 CAPPFf 5Y5fFM5
ALL CAPPFT5 IN5fALLF12 IN fHF 131JIL121% INfFPIOP 5HALL MFFf fHF fF5TIN6 ANP PPODUCf PFQUIPFMFNT5 OF ONF OF TNF
APPPOVFP LAPFL5 ON CAL 6PFFN COPF
CAL GPFFN 5FCTION 4,504,4 PF5I1LIFNf FLOOPI% 5Y5fFM5
MINIMUM 807. OF FLOOD APFA PFCFIVING PE5I1LIFHf FLOOPING 5HALL COMPLY WITH APPPOVF VOC FM155ION5 ANP PF CFPfIFY
13Y AN APPPOVFD LAPFL UNPFP THI5 5FCTION
CAL GPFFN 5FCfION 4,504,5, COMP051fF WOOF PPOPUCf5
HAPPWOOP PLYWOOD, PAPfICLF POAPP ANP MFPIUM PFN5lfY FIVFP t3OAP12 COMPO51fF WOOF PPOPUCT5 U5F12 ON fHF
INTFPIOP OP OF TNF 131JILPIN6 5HALL MFFT TNF PFQUIPFMFNf5 FOP FOPMALPFHYPF A5 5PFCIFIFP IN APP'5 AIP TOXIC CONTPOL
MFA5UPF FOP COMP051fF WOOF (17 CCP 93120 et5eq,
CAL GPFFN 4,5O55 M015TUPE CONTENT OF PULPING MAfFPAL5
PULPING MATFPAL5 WITH V15IPLF SIGNS OF WAfFP PAMAGF 5HALL NOT 13F IN5TALLFP, WALL ANP FLOOD FPAMING 5HALL NOT
PF FNCL05F WHFN TNF FPAMING MFMPFP5 FXCFFD 197. M015fUPF CONTFNf, M015TUPF CONfFNf 5HALL 13F VFPIFY IN
COMPLIANCE WITH fHF FOLLOWING;
I M015TUPF CONTENT 5HA1 t3F PFTFPMINFP WITH FlfHFP A PPO[3F- fYPF OP CONTACT- fYPF M015fUPF PFAPFP FQUIVALFNf
M015fUPF VEPIFICATION MFTHOP5 MAY 13F APPPOVFP 13Y fHF FNFOPCING A6FNCY ANP 5HALL 5AT15FY PFQUIPFMFNf5 FOUND IN
5FCfION 101.8 OF fHF CODF,
2. M015fUPF PFA12IN65 5HALL 13F TAKFN AT A. 2' (610mm) TO 4' (1219mm) FPOM fHF GPAPF 5TAMPF12 FNP OF FACH PIFCF TO
PF VFPIFIED,
3. AT LFA5f THPFF PANPOM M015fUPF PFAPING5 5HALL PF PPFFOPMFP ON WALL ANP FLOOD FPAMIN6 WITH DOCUMENTATION
ACCFPTA13LF TO fHF FNFOPCING AGFNCY PPOVIPFP AT fHF TIMF OF APPPOVAL TO FNCL05F TNF WALL ANP FLOOD MAMING,
IN5ULAfION PPO12UCT5 WHICH APF V15113LY WFf OP HAVF HIGH M015TUPF CONTFNT 5HALL PF PFPLACF OP ALLOWFD TO PPY PPIOP
TO FNCL05UPF IN WALL OP FLOOD CAVITIF5, WFf- APPLIFP IN51JLATION PPOPUCT5 5HALL FALLOW fHF MANUFACTUPF5' 12PYIN6
PFCOMMFN12AfION5 PPIOP TO FNCL05F,
CAL GPFFN 5FCTION 4, 506,1,13ATHP00M FXHAU5f FAN5,
FACH PATHPOOM 5HALL PF MFCHANICALLY VFNTILATEP AND IN5fALL COMPLY WITH HE FOLLOWING,
1 FAN5 5HALL PF FNFPGY 5TAPf COMPLIANT ANP PF PUC912 TO fFPMINATF OUf51PF fHF 13UILDIN6
2. UNLF55 FUNCTIONING A5 A COMPONFNf OF A WHOLF HOU5F VFNfILAfION 5Y59M, FAN5 MU5f 9 CONfPOLLFP 13Y A HUMIPITY
CoNfl\OL,
HUMIPIfY CONTPOL5 5HALL 13F CAPAPLF OF APJU5fMFNf PFfWFFN A PFLATIVF HUMIPIfY PANGF OF MINU5 OP FQUAL TO 50 Y
TO A MAX OF BOY A HUMIPIfY CONfPOL MAY UTILIZF MANUAL OP AUfOMAfIC MFAN5 OF Al2JU5fMFNf
A HUMIPIfY COHTPOL MAY PF 5FPAPATF COMPONFNf TO fHF FXHAU5T FAN ANP 15 NOT PFQUIPFP TO PF INTF6PAL OP PULP -IN
CONTPACTOP AMP ALL 5Ur3CONTPACTOP5 5HALL F5TAF L15H ALL PULPING LINF5, FLOOD LFVFL5, FTC., AND 5HALL
VFPIFY ALL 6PADF5, CONPIfION5, PIMEN51ON5, ANb DAfAAffHF 51fF POOP T05TAPTOF WOPK, FPPOP5 PF5ULfIN6
FPOM FAILUPF TO VFPIFY ALL LAYOUT- 1`I6UPF5 5HALL PF TNF PF5PON5IPILITY OF fHF COWI?ACfOP AMP FACH
5Ur3CONfPACTOP,
WPIffFN PIMFN510N5 TAKE PPFCFPFNCF OVFP 5CALFD DPAWIN65 TNF CONTPACfOP 5HALL NOTIFY fHF 12F5I6NFP
MMFDIATFLY OF ANY COHFLICf5 Op PI5CPFPANCIF5,
CONfPACTOP ANP ALL 5UPCONfPACTOP 5HALL IN5TALL OP APPLY ANP PPOTFCf ALL PPOPUCT5, MAfFPAL5,
PPOCF55E5, MFfHOP5, COATING5, FQUIPMFNT, APPLIANCF5, HAPPWAPF, 5OFTWAPF, FTC., IN 5TPICT ACCOPPANCF
WITH fHF MANUFACfUPFP'5 5PFCIFICATION5, DFTAIL5 & IN5fPUCfION5, TYPICAL ALL MANUAL5 OP IN5fPUCTI0N5
PPOVIPFP PY fHF5F MANUFACTUPFP5 FOP TNF PPOPFP OPFPAf ION ANP MAINfFNANCF OF TNF APOVF APF TO 3F
PFLIVFPFP TO THF OWNFP AT THE COMPLFTION ANP FINAL IN5PFCfION OF TNF PPOJFCf,
GFNEPAL FLFCTPIC NOTF5;
I. FLFCTPICAL CONVFNIFNCF OUTLFT5 5HALL PF LOCAfFP AT 1Z-01 1 MAXIMUM ADAPT, ANP NO MOPF THAN 6-0' I
MOM fHF FPGF OF ANY WALL 5UPFACF, PFP TNF N.F.C.
2 GFNFPAL HIGH FFFICACY LIGHI1NG 15 PFFINF12 TO r3F MINIMUM 40 LUMFN5/WAff, OF GPFAfEP,
3. HIGH FFFICACY LI6H11N6 MU5T PF OPFPAfFP ON 5FPAAfF 5WITCH MOM ANY OfHFP INCANPF5CFNf OP OfHFP
LOW FFFICACY LIGHTING
4, ALL PFPMANFNSY IN5TALLFP HADD WIPED L6KN6 MU5f 13F HIGH FFFICACY LUMINAPIF5 WITH FXCFPTION5 A5
NOTED PFLOW
A. IKIfCHFN - UP TO 507- OF TOTAL PAfFP WATfAGFOF PFPMANFNTLY IN5fALLFP LUMINAPIF5 MAY 3F IN
LUMINAPIF5 fHAT APF NOT HIGH FFFICACY PPOVIDFP THATTHF5F LUMINAPIF5 APF 5WITCHFD 5FPAPAfFLY MOM
HIGH FFFICACY LUMINAPIF5
13, FXTFPIOP LIGHTING NOT ATTACHFP TO fHF PUILPIN6 APF FXFMPT FPOM APOVF PFQUIPFMFNf
5, PPOV IPP (1) 20 AMP CIPCUlf FOP PAfHP00M OUTLFT5 ANP (1) 30 AMP / 220V OUfLFf @ LAUNPPY DOOM/ IF
DPYFP 15 FLFCTPIC
6. ALL 125 VOLT, 15AMP ANP 20 AMP OUTLFT5 5HALL PF L15TFP T1FMPEPF-PF51NfANf PFCEPTACLF5 / PFP CFC
x}0611
7. AL 120V 51N6LP PHA5F 15 TO 20 AMP CIPCUlf5 THAT5UPPLY OUfLFT5 IN5fALLF12 IN PWFLLING UNIT FAMILY
POOM5, PINNING POOM5, LIVING POOM5, PAP1OP5,13EDPOOM5, 5UNPOOM5, CL05FT5, OP HALLWAY5 5HALL 13F
PPOTFCfFP 13Y A L15TF12 APC -FAULT CIPCUlf INTEPPUPfFP, COMPINAf ION fYPF, PFP 2013 CFC APTICLF 210.15(A)
B. FAfHP00M OUTLFT5 APF TO PF ON A PFPICAfF12 CIPCUlf, PFP APfICLF 210,11 (c) (3) of 2013 CFC.
(M 3AfHP00M PFMOPFL fO INCLUPF
I. All electrical receptacles shall be 61`0 protected.
2. Permanently installed light fixtures in bathrooms shall be High-eff icacy (fluorescent/ LFP) luminaries, Low-eff icacy luminaries
are allowed if they are controlled by a manual -on occupancy sensor. Occupancy sensor must be manual on/off and automatic
off, rhe maximum time delay to turn off is 50 minutes afterthe last detededmotion, Sensors cannot have an overrideallowinq
the light fixture to be corrtinuouAY on, (When new lighting is Installed )
3. Toilet fixtureclearance shall be a minimum of 24'i in frontof toilet and 15'1 from centerline of toilet If existing condition5can
not comply, contact the Puildinq Inspection Pivi5ion,
4, Shower compartment must have a f ini5hed interior area of not Ie55 than 1,024 Square Inches which shall facilitate the minimum
dlameterof a 30" circle.
5. Shower compartments and areas above bathtubs shall be f ini5hed with non-absorbent surface, a minimum of 6 feet (72 inches)
above the f loor,
6 Pressure balanced or thermostatic mixing values are required for shower and tub -Shower combination plumbinq installations
Add Itionally, for bathtubs and whirlpool bathtubs, the maximum hot water temperature d 15charginq from the f iller spout shall be
limited to 120 a F., the water heater thermostat shall not be considered a control for meetinq this provision,
7. 5afetyglazinq i5 required on windows within tub or shower area when the bottom exposed edge of the glazing i5 le55 than 60''
inches above a stand inq surface and drain Inlet
8 Ventilation is required either through natural means ( operable window) or by mechanical ventilation exhausted to the outside of
the build inq, i.e.; exhaust fan.
2016 CAS FOPN A PF 5 P� Nf& COPS
2016 6PTN 5TANPAPn5 COPS
2016 Calif orn is f u i d inq Code C TO
20 6 Ca if orn is Plumbinq Code C CPC)
2016 California Mechanical Code ( CMC)
2016 California Flectrical Code
2016 California Fnergq Code (f-24)
Cupertino Municipal Code,
SQUIREWOOD
OFFICE OF C 0 U N TY nS ESSOR
o�
SANTA C L A R A COUNTY. CALIFORNIA
L
29
BOOK
359
Project Location
'
\ 5
U--.h"e.`"�
U .iSoeS
40r 2
11ACTN0. 3028 X18 1 �R
150-M-32 3 "i 1
y
I- PLACE-
KINGSBURY -1/�� --�
30 i
I
LANAENCE E. STONE - ASSESSOR
31 CaEmlyd mw I« �I o«e«A� wT.
E�matM nw�v...� ni�aole . ]zT.
HOME ADDITION
Habitable Space 313J r - 2 i thr. ,
&
REMODELATION
Attached Garage
; 449 5F
NARRAVULA
Area of the build inq
; 1,69 5F
V
Floor Area Patio %
; 2714
V
RESIDENCE
; 2,05 5F
( F)
Coverage %
; 424
V
Build inq Height
PPOJFCf WA;
(�) ZONING
band Use
APN
OCCUPANCY
r z
85 The DO. Ave
Rancho San Antonio
Open Space Preserve
85
8
a
ye�m7 C.eak Mrd
i Q Home
ente
Stevens Creek
County Park
VCNfY MAP
Indian Spice Bazaar
L Nomeaead Nd
Apple Infinite Loop 4
AMC Cupertino r!!r
De Anza Square 16 T
Community
College P Staples 5 �P 6Cre+ RWd
4 Q Trinethra Indian
n Supermarket
ff ��
1154 Scotland Drive
7 min drive- home
n�d°Yl OI
z
,P 1-6
,Pe5 bow 1-5
;362-28-009
,P�/ U
T N
FX15fINCi CONbIfION5 5ingle familq dome / -5 bedrooms / 2 bathroom
0f APIA ; 6,000 5F per Citi{ of Cupertino Records
Allowable Floor Area Natio - % 45 ; 2,700100 5F
V
Habitable Space 313J r - 2 i thr. ,
; 1,190 5F
0
Attached Garage
; 449 5F
(�)
Area of the build inq
; 1,69 5F
V
Floor Area Patio %
; 2714
V
Coverage ( �ave5 Footprint)
; 2,05 5F
( F)
Coverage %
; 424
V
Build inq Height
; 14,
PPOPO5�P CONPIfION5 (P) Single family home / 4 bedrooms / 3 bathroom
(N)
A1212IfION
; 869 5F
(N)
Habitable Space 4 3J r, - 3 Pthr,
; (1190-l- 869) -2059 5F
V
Attached Garage
; 449 5F
T e5erve)
Garage
; 3 5F
(N)
Area of the build inq
; 2,53 5F
(N)
Floor Area Patio %
; 424
(N)
Coverage (Fave5/ Overhanq Footprint)
; 2,946 5F
C N)
Coverage %
; 49,1
(N)
Build inq Height
:162
Allowable i uilJ inq Heiqht - 15torq build ing5 / Up to 241H
bPAW NG NP�X 5CH�PULF
AO t � PAGE
TOPOGPAPN C 5UPWY
A 5 f� PLAN & PPOTCT ANA�YS 5
AU FAP b AGPAM, 5fPUf5CAPF
A2 V Fb0R PLAN & V Fl FVA1' 1OH5
A� (N) F�OOI? PLAN
A4 (N) P00F PLAN
A5 C N) FPONf & PFAP 1�1,�VAf 01\15
A52 (N 5 P� UVATON5
A6 (N) 51�Cf ION5
CON5fPUC1' ION TYPE
fYPF V - C3; FIPT 5PPINU5; YF5
P00F MAf�PIAb, PPF51b�Nfl& 51HIN6b1�5 LH TK
FXfFPIOP Wbb, TONT FbFVAVON 9VI\16 / POApb &
�AfTFN I OfV\ 51b�5 5fU0001
5C0pl� 0r WOPK
AbbIfION X(969 5F for
*-bigger Ma5ter 13ed room
C N) ma5ter bathroom,
(N) walk in c105et l
C N) 6ue5t Bedroom, clo5et,
� C N) Kitchen,
C P) fwo bathroom5,
N porch(i?
All CN) cabinet5 & fixtures / plumbing / electrical
/ mechanical per code
Pelocate Electrical Muer & Upgrade Noctrical Panel
Move 0 FAU to attic
In5tall N fankle55 Water heater
PTMObFbI% 1054 5F in total.
General Notes
See C overagecalculations on Sheet A2.
Date
Feb 2018-0
Scale
AS NOTED
Planning Application Comments
4/10/18
No.
Revision/Issue
Date
Q�pFESS/pN
R. SyF
"'
LU C 77273 m
CC_
�Tq CIV �Q' 1
Seema Shenvi, PE
(408)-460-9394
PS Design Inc.
10445 BYRNE AVE.
C UPERTINO, CALIFORNIA
TITLE PAGE
ADDITION & REMODEL FOR
NARRAVULA RESIDENCE
1154 SCOTLANDDR
CUPERTINO,CALIFORNIA- 95014
Project
Sheet
Date
Feb 2018-0
Scale
AS NOTED
'CUPERTINC
Case #
Appro-,.
Appro-�,
SignatL
:ommunitY p p Development Department
Pkinning Division — Cupertino
APPROVED
RM -2018-07
Application Number(s)
I Bod : Director /Staff
I Date 05/23/18
e lien Yau
I
Case Manager
0
F
O
162
FAP PIACRAM
22,2' 16,15'
(E) Garage 1
449 sq ft I
w
0
FAR CALCULATIONS
NOTES:
L FT;
B i FT;
AREA i+ � F
�.
L 2 3
�'
6,
I 3 0
B
1 16. 7 LI
3 LI
586-25
C
4-76
6
140.50,
ADDITION
869
E f HnN4E;
1190 00
E 4,101,1 C01-.1F0R1°Y11C°JI.- GARAGE)
449. 00
EXIST
1039
27
GARAGE (jZe s en -e')
1. 75F
20
35
PROPOSED
2542,55
42.38
1152 SCOTLANDDR 5'-0°± 5'-0" 1154 SCOTLANDDR 5'-0" 5'-0„± 1158 SCOTLANDDR
5V�MCM
5CAL�: 1/ 8'' - I'
General Notes
NOTES:
1. See site Plan and Project Data on Sheet A 1
Scale
AS NOTED
0
Planning Application Comments
4/10/18
No.
Revision/Issue
Date
Q?,pFESS/pN
C/)������P
z
W C 77273 m
cr Exp:6/30/2019 Zo
CIV �Q l
Te
pF
Seema Shenvi, PE
(408)-460-9394
PS Design Inc.
10445 BYRNE AVE.
CUPERTINO, CALIFORNIA
FAR DIA GRAM& STREETSCAPE
ADDITION& REMODEL FOR
NARRAVULA RESIDENCE
1154 SCOTLANDDR
CUPERTINO, CALIFORNIA- 95014
Project
Sheet
A-1.1
Date A p r i 12 018
Scale
AS NOTED
'CUPERTINC
Case #
Appro�
Appro-�,
SignatL
:ommunity Development Department
Pkinning Division - Cupertino
APPROVED
RM -2018-07
Application Number(s)
I Bod : Director /Staff
I Date 05/23/18
e lien Yau
I
Case Manager
Existing
FFL = 2.6'±
(E) Gas Meter /
(E) 6' High wood
gate to remain
(E) 5.0' (E) 27.25' (E) 16.75' (E/N) 5.0'
Min. Setback
�-Freeway Sound Wall
S43001'35.00"E 54.0' X
tK
N
(E) Elec Pole
00 =rn,\
(E) 6'tall W oo d
�J _�, fence to remain
SHED ° &, 'N -
tK Q Public Service
Q C�) Easement
v a a. Cr o �" Wire (Overhead)
° ° ' Clearance Easement
a a /
F, -CONGRETE SLAB. a
a P� m
(E) Elec Line Cn Qq
�• °
0- (N) Elec Line
(N) 10.0'
11 1 Min. Setback f J-------------- T6_75�±I I (N)Elec Meter
r' I See Note 10
Neyv Ad9tion
�O
F - (N) 22.2'± /
'(
I� (E) Electric Meter I
Z
o
N
m CD
CTI I+
N
/ NeyvAdditio n I 1
z i FFL = 2.9+ 12" max
�0
a� I
o
N I Existing I Existing
FFL = 2.8'± 1 a FFL = 2.6'±
o I I co
00
CD
I I �C_n
h � (N) 16.75' �p
N I I
(E) Fireplace
IF I N 5:�i
(E) Garage (E) Garage
FFL = 1.74'± i o FFL = 1.8'±
I+
(N) 24.75'±
�///New A/lditiorq I _(E) 6' High wood
,/ FL = 2.8'± I gate to remain
(N) 3.5'± Setbac kto
eaves. See Note 7. I 1
(N) Porch Downspout,typ.
5% Slope min IO FFL = 2.2't I L- - - - - - - - - J Pro videSplash blo cksat
downspo utsto direct roof
See note 3 I (N) 16.2'
I water awayfromfdn.
below -
m
z I (E) 2% ± !N
(E) Gas Line o N I 02
C
CD
CD
p Grass Area aT \\\
v v (E) CONC
� Z DRIVEWAY
1 I o�oP
5'I ide walkway m _
n n
� � I
(E) Sewer Line o 0
o
3
N43° 1'35. 0"W 54.0'
m
m (E) 5.0' (E) 24.8' X\ (E) 19.2' (E) 5.0' o
NON -CONFORMING o SI yEWALKI (E) Tree,
SETBACK b E) PLA TERI Gj S e Note9
CONFORMING
o j TWM I SETBACK
(E) Water Meter
_ (.E) I^n nc
(E) Conc _ - - _ - - - - Park Strip, - -
Park Strip, See Note 5
See l4ot
I Conc Curb + Gutter 0.0 LVL
See Note 11.
m
SCOTLAND DR. N
0
b
;N) SITE PLAN
SCALE: 1/8" = 1'-0"
CL'
STREET
5% Grade Slope away
from foundation for a
minimum distance of
10 feet measured
perpendicular to the face
r�-- 222'+ ----- --- -TI113-75+T- ` of the wall. (R401.3)
I^
N?mlAd�itiory
0 1 416 sq
. . . . I . .......... / / I MffING CONPITION5:
K / I LOf ARFA:
. I . I / I Allowable Floor Area Ratio - % 45
..... \ . . .... . . / ZI Allowable Covorage - % 50
l.....
....�.=.�1
O
RemTdel. . . j� . Ney�vv dd.ition '+
. . . . . . 105410 sq A 586.5 sq ft
1.�..........
(N) 16.75'±
.I........\.. T -
I�� I.------�
. ......1.........
/ / I
.............. /
I ... .1
.......... ....../
--
- AE
G rage
.\ 440'Iq ft I
(N) 24.75'± /
13) 7New ��id4io n i
148.5 sq ft I I I
I
z (N) -Poi c--' Ir
113.q sq ft I -----I---
I0, O A 16.2' I d a
JN11 -16
d d
a
d d
4
C
4 �
d
a
da
a.
FAR PlAGRAM
5CAL�, 1/611 - 1'
W) AbbITION -1 48 5+ 5865+ 134
-869 5f.
W) POPICH - 113,5 5,F,
Impervious Area Calculation ( @ 20' Front Yard)
( �) Conc brivewa� - 412 51',
M wau 9 5,
N)
Porch -35.55.F,
Front Yard Area - 1080 5'r.
Front Yard Impervious Area - 537,5 5,1'
1 % Impervious Area - 49,8 < 50
5ingle family home / '5 bedrooms / 2 bathroom
6,000 5F Per City of Cupertino Records,
2,700,0 5F
x,000,0 5F
V Habitable Space 3 Bdr - 2 Bthr,
0 Attached Garage
V Area of the building
(�) Floor Area Ratio
(�) Coverage ( Fave5 Footprint)
( F) Coverage
1,190 5F ( Fubl is Records)
449 5F ( public Records)
1,639 5F
27,4
2,053 5F
Allowable Building Height 15torq buildings / Up to 241 H
RR0R05N2 CON12IrION5: (R) Single family{ home / 4 bedrooms / 3 bathroom
(N) AbbIrION ; 869 5F
(N) Habitable Space; 4 Bdr, 3 Bthr, (1190+ 869) -20595F
(N) Forth 113 5 5F
0 Attached Garage 449 5F
(-) Future Garage �xpan5ion (115' x20.0') -35 5F
(N) Area of the building (1190+ 869+ 449+35) -2,54-5,0 5F
(N) Floor Area Ratio % 42,4
(N) Coverage ( Fave5/ Overhang Footprint) 2,946 5F
( N) Coverage % 49.1
Allowable Building Height 15torq buildings / Up to 241 H
General Notes
See Flo o rplans on Sheet A3.
See Roofplan on Sheet A4.
See Notes and Specifications on Sheet Al.
NOTES:
1. Contractor to field verify that new addition including
Po rcharea is within the setbacks specified o n the drawing.
2. Contractor shall field to cateexisting sewer line and co nnectio nthereo
New Sewer line shall be pro videdas per co des and LocalAgency's
requirements. Contractor shall coa rdinatethis construction with Local
Agency.
3. Slo pe grade away fro mfo undatio n6" in 10 ' (5% min) f rdrainage at
new additions. 2% min grade can be pro videdat impervioussurfaces.
Pro videswales with min 1% gradient onside yards.
On site drainage to be directed thro ugh landscaping o n the property
and not onto neighboring properties.
4. All (E) Trees shall remain.
5. Contractorshallremoveconcrete fromtheplanterstrip.
6. Coordinatelocationof(N) AC Unit with the Owner.
ProvideT-0" min Setback fro mall property lines. Install as per
manufacturer's instructio ns.Co ncretepad shall be 6" high max.
7. All setbacks to new additio n shall be as indicated o n the plans and
shall complywith Cupertino Municipal code.
8. Splash blo cksshall be installed at all to direct the ro a fwater away
fro mthe f undatio nand to wardslandscaped area o n the lot.
Any existing downspouts that connect directly to the storm drain system
shall be disconnected and directed towards landscaped areas
8. Splash blo cksshall be installed at all to direct the ro a fwater away
fro mthe f undatio nand to wardslandscaped area o n the to t.
Any existing downspouts that connect directly to the storm drain system
shall be disconnected and directed towards landscaped areas
9. (E) Trees at planter strip shall remain. Contractor shall protect existing
tree and tree roots from any damage. Tree protection shall be installed per
City Standard Detail 6-4.
10. Relocate(E) Electrical Meter/Panel. Upgrade Electrical Panel
to 200 Amps.
11. Remo veand repair po rtio nsof sidewalk, curb and gutter
that are bra keno r uplifted.
Planning ApplicationComments
4/10/18
No.
Revision /Issue
Date
Q�OFESS/pN
R.
Z
UJ C 77273 m
CC Exp:6/30/2019
*
(P Cl P l
TF
OF
Seema Shenvi, PE
(408)-460-9394
PS Design Inc.
10445 BYRNE AVE.
CUPERTINO, CALIFORNIA
SITE PLAN, PROJECT ANALYSIS
ADDITION & REMODEL FOR
NARRAVULA RESIDENCE
1154 SCOTLAND DR
CUPERTINO, CALIFORNIA- 95014
Project
Sheet
Al
Date Feb 2018
Scale
AS NOTED
9
CUPERTII
Case
Apprc
Apprc
Signa
1 ommunity Development Department
Planning Division — Cupertino
+a APPROVED
RM -2018-07
Application Number(s)
►v 3 1 Bod : Director / Staff
,v 31 Dat 05/23/18
toe Ilen Yau
Case Manager
1 2 3 4
27'-2"
16'-9"
1
21_611 21-011 51_811 21-911 21-3"
6' -0"x3' -1"W
C?
Sheet
A2
Date Feb 2018
a
9
Scale
�
Bed Room #2
I
LL
10'-211 x 10'-611
Planning Application Comments
4/10/18
i
Revision Issue
Date
Guest
v,
I
Bath
W>
00
_
-1
XCN
o
o
0
,
0
_
Exp:6/30/2019
I M
O
CIV IN, Q Vt
FpF
Cn o
,— =
lcA
�.
W�
I .
(E)28 D Mast(..r a
"
N
Bath
N
'
rn
+
I
51-1011 3'-0"
4-1 I �
O I O
6'-0"x3'-1 "W
Bed Room #1
11' 2" 10' 611
x -
LC'
(E 0" D(E) "D (E)30" D
Halhv,ay
)28" Di
1I Dining
:::] I
FAU
1
^,-4„
Master Bed Room
12'-3" x 10'-10"
co
Ix
0
I�
W
N
W I 15-011
ao
a�
U
CU Living
LL —
O
/ (E)6' -0"x3' -1"W
---
- — — — — — — — -1
01
CID
12"
2'-6" _ 4'-0"
E) FIRST FLOOR PLAN
SCALE: 1/8" = 1'
cU
U �
CU
Ge
LC
L_
[c�7i Y
U
a --r
REF
3'-2" 21_11
Family
(E )4' -0"x4' -0"W
(E) Porch
ON
J /
— — — — — — — — —
(E) Garage
181_411 x 23'-211
/
❑ I
7'-5" 6'-11"
2'-10" 2'-5" 1'-10"
24'-8"
Garage Door
19'-3"
N
0
C
I
co
Stucco Finish
Composite roof
Home Garage
(E) FRONT/ WEST ELEVATION
12 (E) Composite roof
4 F pitch
0
Sheet
A2
Date Feb 2018
a
Scale
�
I
J /
— — — — — — — — —
(E) Garage
181_411 x 23'-211
/
❑ I
7'-5" 6'-11"
2'-10" 2'-5" 1'-10"
24'-8"
Garage Door
19'-3"
N
0
C
I
co
Stucco Finish
Composite roof
Home Garage
(E) FRONT/ WEST ELEVATION
12 (E) Composite roof
4 F pitch
0
Sheet
A2
Date Feb 2018
a
Scale
AS NOTED
LL
Planning Application Comments
4/10/18
No.
Revision Issue
Date
Q,�,OFESS/ON
W>
_
+,
w...
C!3 C 77273 m
Exp:6/30/2019
CIV IN, Q Vt
FpF
lcA
Stucco Finish
Home
Porch Garage
(E) SIDE/ NORTH ELEVATION
(E) Composite roof
W
Garage Home
(E) SIDE/ SOUTH ELEVATION
General Notes
Sheet
A2
Date Feb 2018
Scale
AS NOTED
Planning Application Comments
4/10/18
No.
Revision Issue
Date
Q,�,OFESS/ON
R. Sys
C!3 C 77273 m
Exp:6/30/2019
CIV IN, Q Vt
FpF
lcA
Seema Shenvi, PE
(408)-460-9394
PS Design Inc.
10445 BYRNE AVE.
CUPERTINO, CALIFORNIA
(E) FLOOR PLAN & (E) ELEVATIONS
ADDITION & REMODEL FOR
NARRAVULA RESIDENCE
1154 SCOTLAND DR
CUPERTINO, CALIFORNIA- 95014
Project
Sheet
A2
Date Feb 2018
Scale
AS NOTED
¢yT.l1�
Case #
Appro�
Appro-�,
Signatl,
ommunity Development Department
Planning Division — Cupertino
APPROVED
RM -2018-07
Application Number(s)
I Bod: Director /Staff
I Date 05/23/18
lien Yau
Case Manager
WALL LF6FNn
0
I
F— T
existing 2 x4 @ 16''o,c, studwall to remain,
Now 20 Audwalls
FxiAinq wall to be removed.
A
A6
F ,�3'-0"+3'-4'-- 7l'
V-0"
(1\1)6-0ix6-8" SI Dr
LAW% NOT�5
doors and landings at exterior doors. There shall be a landing or floor on each side of each
exterior door. The width of each landinq shall not be less than the door served. every landing shall
have a minimum dimension of 36 inches measured in the direction of travel, exterior landings shall
be permitted to have a slope not to exceed % unit vertical in 12 units horizontal (2 -percent)
311,3')
Floor elevations at required egress doors. Landings or floors at the required egress doors shall
not be more than I % inches lower than the top of the threshold)
exception; The exterior landing or floor shall not be more than I Y' inches below the top of the
threshold provided the door does not swing over the landing or floor, ( I3115,1)
�4'-0"�
N) FIRST FLOOR PLAN
SCALE: 1/4" = 1'
ci nr
N 1�
2'-0"
-1 w/
� I_
0I
0
X
o
CD I
Cn N
�I
zI
�I
X
O
�I
DW `
--- I o
I
i
J— —
m o 1
W
0
I
I-CONfP,,ACfOP,
15 PF5PON51 tF FOP fld� 5TAPILIfY OF THS 5fPLICfIJVF AMP H�/ 5NF 51d&L
PPOVIPF PFQUIPFP SPACING ANP fFMPOPAPY 5UPPOPf, �fC,
2-WATFP CLO511f5 5NA1 �F LOCA1TP IN A CLAP 5PACF fHAf 15 AT L�A5f 3011 WIPE ( 15I I MIN
TO C�Nff) WITH 24" CLAP IN FPOM",
3-5HOWFP5 ANP f0 WALL5 TO 13� FIN15HFP WITH CEMENT PLA5TW, fIL� OF APPPOVFP FQUAL TO
A NECK OF NOT LF55 THAN 12'' VOVF THF PPAIN IUf,
4-5HOWFP ANP U-5HOWWP COM13INAfION5 5NA1 �F PPOVIP�P WITH INPIVIPUAL COM'POL
VALVF5 OF fN� PP�55UP� �ALAU OP fld� THWM05fAfIC MIXING VALVF fYPF,
5-W,P- GYRI SPI 15 NOT PFPMIfTW A5 SACKING AT 5HOWFP ANP f0/5NOWFP WALLS 11PUI?
Case #
Appro�
Appro-�,
SignatL
ommunity Development Department
PI nning Division — Cupertino
APPROVED
RM -2018-07
Application Number(s)
Director / Staff
05/23/18
Hen Yau
Case Manager
(N) SUN TUNNEL MAKE: VELUX
MODEL : 'TMF- 014'
TYP. UNO
N
F
I
I
I
I
I
I
I
M
(N) ROOF PLAN
SCALE: 1/4" = 1'
N
YLIGHT MAKE VELUX
L 'FS- C04' TYP. @
YLIGHT
CRICKETW/%2" /FT
SLOPE MIN.
Gutter O/ 2 x
3cla
osite 50 year Class A roof
12
�4
wn Spouts as
iuired
ROOF SPECIFICATIONS:
1. SPECIFICATION: 50 years Class 'A' composition roof
2. COLOR: Match existing
3. UNDERLAYMENT: 40 Ib felt or better
4. APPLICATION: As per manufacturer's specification
VENTILATION NOTES:
1. A MINIMUM OF 1" SHALL BE PROVIDED BETW EENTHE INSULATION AND
ROOF SHEATHING W ITH ADEQUATE CROSS VENTILATION FOR VAULTED
CEILING.
2. THE ATTIC ACCESS SHALL BE MINIMUM OF 22" X30".
A 30" MIN. CLEAR HEAD ROOM SHALL BE PROVIDED ABOVE THE ATTIC
ACCESS.ATTIC ACCESS SHALL BE LOCATED AT READILY ACCESSIBLE
LOCATION.
3. MECHANICAL VENTILATION SHALL NOT BE LESS THAN 6 AIR CHANGES
PER HOUR TYPE. THE POINT OF DISCHARGE
SHALL BEAT LEAST 3' FROM AN OPENING INTO THE BUILDING. THE
EXHAUST VENT SHALL BE EQUIPPED WITH BACK -DRAFT DAMPER TO
COMPLY WITH ENERGY REGULATIONS. (R806)
4. CALIFORNIA FRAMING TO BE CROSS VENTILATED.
SEE SHEET S2
VENTILATION CALCULATIONS:
ROOT AT (N)ROOF
ROOF AREA REQUIRED = 2509 SQ FT
REQUIRED VENT AREA= 2509 x 144 /150 = 2409 SQ. IN.
PROVIDE'SPL150 SLANT BLACK PLASTIC' LOUVERS IN ROOF.
FLASHING = 24" X 24 " = 360 SQ. IN.
NET FREE AREA PER VENT = 150 SQ. IN.
NUMBER OF LOUVERS = 17
TOTAL UPPER ROOF VENTILATION = 2550 SQ IN.
PROVIDE SCREEN EAVES VENTS AT BLKG
REQUIRED = 2409 SQ. IN.
1 VENT= 21.5 x 4.5 x 0.67 = 64 SQ. IN.
PROVIDE EAVES VENT AT EVERYTHIRD BLKG .
PROVIDE 21.5" X 4.5" MANUFACTURED EAVES VENT (40 NUMBERS MIN).
TOTAL EAVES VENT AREA =2560 SQ IN
General Notes
Sheet
A 4
Date
Feb 2018
Scale
AS NOTED
Planning Application Comments
4/10/18
No.
Revision/Issue
Date
QRpFESS/pN
R SyF
CID C) `�F2
z
w C 77273 rm
cc Exp:6/30/2019
��9T CIV �P
Seema Shenvi, PE
(408)-460-9394
PS Design Inc.
10445 BYRNE AVE.
CUPERTINO, CALIFORNIA
(N) ROOF PLAN
ADDITION & REMODEL FOR
NARRAVULA RESIDENCE
1154 SCOTLAND DR
CUPERTINO, CALIFORNIA- 95014
Project
Sheet
A 4
Date
Feb 2018
Scale
AS NOTED
CUPERTII
Case
Appr(
Appr(
Signa
ommunity Development Department
J
Planning Division - Cupertino
+o APPROVED
RM -2018-07
Application Number(s)
►v I Bod : Director /Staff
►v I Date 05/23/18
lien Yau
Case Manager
Additional Notes:
1. Contractor shall provide and install spark arrestor.
2. Exterior Plaster/Stucco:
a)Weather resistive barriers shall be installed as required in Section R703.2 and, where applied
over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper (R703.6.3)
b) Plastering with Portland cement plaster shall not be less than three coats when applied over
metal lath or wire lath and shall be not less than two coats when applied over masonry,
concrete, pressure -preservative treated wood or decay -resistant wood as specified in Section
R317.1 or gypsumbacking (R703.6.2).
c) A minimum 26 ga. galvanized corrosion -resistant weep screed with: (R703.6.2.1)
1) A minimum vertical attachment flange of 3-1/2 inches provided at or below the foundation
plate line at all exterior walls.
2)The screed shall be placed a minimum of 4 inches above earth or 2 inches above paved
area.
(LVL: 17.9'±) (N) Ridge
--1-------
X
-
2. Fascia:
2x Fascia, see eave detail, typical.
50 YEA RCLASSA COMP SHINGLE ROOF
IL
Cn
Porch Ridge
X
- - -
-
%
cuPeRru
Case
Appr(
Appr(
Signa
ommunity Development Department
Planning Division — Cupertino
as APPROVED
RM -2018-07
Application Number(s)
►v I Bod : Director /Staff
►v I Date 05/23/18
Hen Yau
Case Manager
(LVL: 17.9'±)_ _
(LVL: 11.9' _
F.G. (LVL: 1.7')
(N) Ridae (N) Ridge
(LVL: 17.9'±)_ _
(LVL: 10.9'±)-
F.G. (LVL: 1.7')
(N) Addition
(E) Home (N) Addition (N) Porch
(N) SIDE/ NORTH-WEST ELEVATION
Note: See Elevation Keynotes on Sheet S5.1
(E) Garage New Addition
(N) SIDE/ SOUTH-EAST ELEVATION
Note: See Elevation Keynotes on Sheet S5.1
(N) Ridge
_(N) T.P
±) T.0.S.F.
General Notes
See Floor plans on Sheet A3.
See Roof plan on Sheet A4.
See Notes and Specifications on Sheet Al.
AS NOTED
0
Planning Application Comments
4/10/18
No.
Revision/Issue
Date
,e,OFESS/pN
C/D���O��P
z
LU C 77273 m
d Exp:6/30/2019
CIS �Q l
F
OF
Seema Shenvi, PE
(408)-460-9394
PS Design Inc.
10445 BYRNE AVE.
CUPERTINO, CALIFORNIA
(N) SIDE ELEVATIONS
ADDITION & REMODEL FOR
NARRAVULA RESIDENCE
1154 SCOTLAND DR
CUPERTINO, CALIFORNIA- 95014
Project
Sheet
A5.2
Date Feb 2018
Scale
AS NOTED
tUPERTII
Ea
Case
Appr(
Appr(
Signa
ommunity Development Department
Planning Division — Cupertino
+a APPROVED
RM -2018-07
Application Number(s)
)v 3 1 Body: Director / Staff
,v 31 Dat 05/23/18
toe Ellen Yau
Case Manager
(LVL: 17
11
X
Q
0
ti
(LVL: 10.9L+)
(LVL: 2
(LVL: 17.9'+) (N)RIDGE
Q
6VILUIIVV OMU I IVIV r H 1
A6 %
—(E)RIDGE
1 /2" gyp bd finish, painted
2x4 Studs @ 16" o.c.
R-13 F.G. insulation (optional)
1/2" gyp bd finish, painted
/N1 .,n Ypar Cmmnnsitinn Shinnlp
Existing
BUILDING SECTION
v
1 �
ucco, painted
-iing
).c.
>n. See T24 Calculations
painted
General Notes
See Floor plans on Sheet A3.
ri
See Notes and Specifications on Sheet Al.
Scale
AS NOTED
-
O
LL
0
OI
4/10/18
No.
Irv,
Date
ti
QROFESS/o
;t
w
(LVL: 10.9'
)
CID���o��P
Z
E5 C 77273 m
—
— —(E)T.P.
F
H
OF
W
0�w
E
q
X
w
w
Z
W
>
+I1 ~
U)
(N) 3 Coat 7/8" Stucco, painted to match exist
VN
Q
O
1
_
X
CDX Plywd sheathing
4
EO
w
2x4 Studs @ 16" o.c.
R-15 F.G. insulation. See T24 Calculations
Q
1/2" gyp bd finish, painted
2
(1-
1-:2.8'±)
(E)T.O.S.F.
F _ (I VI - 1J'+)
1 /2" gyp bd finish, painted
2x4 Studs @ 16" o.c.
R-13 F.G. insulation (optional)
1/2" gyp bd finish, painted
/N1 .,n Ypar Cmmnnsitinn Shinnlp
Existing
BUILDING SECTION
v
1 �
ucco, painted
-iing
).c.
>n. See T24 Calculations
painted
General Notes
See Floor plans on Sheet A3.
See Roof plan on Sheet A4.
See Notes and Specifications on Sheet Al.
Scale
AS NOTED
0
Planning Application Comments
4/10/18
No.
Revision/Issue
Date
QROFESS/o
CID���o��P
Z
E5 C 77273 m
cr- Exp:6/30/2019
*
F
OF
Seema Shenvi, PE
(408)-460-9394
PS Design Inc.
10445 BYRNE AVE.
CUPERTINO, CALIFORNIA
(N) SECTIONS
ADDITION & REMODEL FOR
NARRAVULA RESIDENCE
1154 SCOTLAND DR
CUPERTINO, CALIFORNIA -95014
Project
Sheet
A 6
Date
Feb 2018
Scale
AS NOTED
Case #
Appro�
Appro-�,
SignatL
Community Development Department
Planning Division — Cupertino
APPROVED
REVISIONS
BY
RM -2018-07
Application Number(s)
I
Body: Director / Staff
fl
Date 05/23/18
re
Ellen Yau
Case Manager
U
S43001'35" E 54.00'`NNNNNN
INN N" INN INN
— 10' P.S.E _ 1,9g
vJ 111
SHED I'
W
3�-
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SLI
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BASIS OF BEARINGS NOTES & LEGENDMISSION
INNINN� - ` a
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Q 100°7O m .��o
The bearing N 46°58'25" W, of the centerline of Hollanderry Place
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as shown upon the Tract No. 2999 recorded in Book 137 of Maps
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IN page 42, Santa Clara County Records, was used as the Basis of Bearings
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99.70
qqt W — — Boundary line B.S.L Building setback line
Z Q Center line P.S.E Public utility easement
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— — _ N 43001'35"W
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J Q Hose bib
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6/30/18
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17 EM Electrical meter
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SCALE: 1"=20'
SCALE: 1"=10'
DATE: 01/19/2018
MAP SCALE :1"=10'
DOOLAIMER:
AA,LLC.CRrMOFFICERSORAOEMSHALLNOTBERESPO
OR
MEFORTHEACCURACY
COMPLETENESS OF ELECTRONIC COMES OF THIS PAN.
DRAWN BY: TP
NOTE:
THIS
UTILMESAFE
ARE
MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY. UNLESS SPECIFIED ON THIS MAF. LOCATIONS OF THE LM90RMW
NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UlOF3iWMM UTILITIES CALL n18I1 (1400.642244} 81,11WAOEFEAUFAM
LOCATED BY MEANS OF ASTATION AND OFFSET FROM THE CONTROL LINE CUTS LSE OFFSETSARE TO FACE OF CURB. MANIOLEBANTFIAT
FIELD SURVEY BY: HE
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MANOLEBMEMEASUREDPOMTFERM.
OF
EREIPECTIVEGM EM HOODEDCATCH 944INSAIMMEASIMEDR OMTNETOPOFHOWANDINVWMFOR
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IMPROVEMBlI80R ACOMBLWTF7N THEREOF. THE TOPOBRNWCONTROL LL'EM DO" NOT BE TAKEN AS RFPREBENrfg THE RECORD
CENTERLINE
OF THE STREEM. IF UNOERDROUID UTILITIES ARE SHOWN ON THIS MAP THEN THEY HAVE BEEN LOCATED PER %JM MARMM
TREE
SPEC
ONLY
EB OF TREES TO BE DETERMINED RYAN ARBORIST. DRP LINES ARE NOTBHOWN ON THIS MAP AND ARE TO BE MEASURED IN THE FELD
TREES LARDER TW W B M*M N DUMETER ARE WKWM DN nU MW
1 O F 1